Collapse of a Masonry Wall in an Industrial Building: Diagnosis by Numerical Modeling
AbstractThis paper presents the analysis of a failure involving the partial collapse of a masonry wall made of precast concrete blocks in an industrial building as a result of the action of the wind. A field survey was carried out to investigate the origin of the failure, which pointed to defective...
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Veröffentlicht in: | Journal of performance of constructed facilities 2013-02, Vol.27 (1), p.65-76 |
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creator | José del Coz Díaz, Juan Adam, Jose M Martínez-Luengas, Alfonso Lozano Alvarez Rabanal, Felipe Pedro |
description | AbstractThis paper presents the analysis of a failure involving the partial collapse of a masonry wall made of precast concrete blocks in an industrial building as a result of the action of the wind. A field survey was carried out to investigate the origin of the failure, which pointed to defective building practices as the possible cause. At the same time, complementary numerical modeling was performed to simulate the coupled fluidstructure behavior, as well as a parametric study and optimization based on Design of Experiments (DOE) to determine the influence of the principal variables in the wall behavior in the presence of wind loads. The lessons learned in the course of the study are explained in the final section. |
doi_str_mv | 10.1061/(ASCE)CF.1943-5509.0000310 |
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A field survey was carried out to investigate the origin of the failure, which pointed to defective building practices as the possible cause. At the same time, complementary numerical modeling was performed to simulate the coupled fluidstructure behavior, as well as a parametric study and optimization based on Design of Experiments (DOE) to determine the influence of the principal variables in the wall behavior in the presence of wind loads. 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The lessons learned in the course of the study are explained in the final section.</description><subject>Collapse</subject><subject>Design of experiments</subject><subject>Industrial buildings</subject><subject>Masonry</subject><subject>Mathematical models</subject><subject>Optimization</subject><subject>Precast concrete</subject><subject>Technical Papers</subject><subject>Walls</subject><issn>0887-3828</issn><issn>1943-5509</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2013</creationdate><recordtype>article</recordtype><recordid>eNp1kEFPwjAYhhujiYj-h8YTHobtuq0rN5ygJKAHJR6bbu1ISWmxZQf-vV0g3PwuX_Lled_kewB4xGiMUYGfR9OvavZUzceYZSTJc8TGKA7B6AoMLrdrMEBlSRNSpuUtuAthG5mUMjoA68oZI_ZBQddCAVciOOuP8EcYA7WFwsKFlV04eC0MfOm0kdpuJvBVi411QQdYH-FHt1NeNxFYOalMBO7BTStMUA_nPQTr-ey7ek-Wn2-LarpMBMnSQyIpJaRQomxkVtNMSJUihpliKUUsrTNJc6GYooShDGFayCbP2zJFjcRZqeqGDMHo1Lv37rdT4cB3OjQqfmSV6wLHZZHlBc4Zi-jkhDbeheBVy_de74Q_cox475Lz3iWv5rz3xntv_OwyhotTWMR2vnWdt_GtS_L_4B_izXeg</recordid><startdate>20130201</startdate><enddate>20130201</enddate><creator>José del Coz Díaz, Juan</creator><creator>Adam, Jose M</creator><creator>Martínez-Luengas, Alfonso Lozano</creator><creator>Alvarez Rabanal, Felipe Pedro</creator><general>American Society of Civil Engineers</general><scope>AAYXX</scope><scope>CITATION</scope><scope>8FD</scope><scope>F28</scope><scope>FR3</scope><scope>KR7</scope></search><sort><creationdate>20130201</creationdate><title>Collapse of a Masonry Wall in an Industrial Building: Diagnosis by Numerical Modeling</title><author>José del Coz Díaz, Juan ; Adam, Jose M ; Martínez-Luengas, Alfonso Lozano ; Alvarez Rabanal, Felipe Pedro</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-a342t-d77336ea8cd4b74ade20919e927092b4d75ae9e739040176dc55f820cd148ebc3</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2013</creationdate><topic>Collapse</topic><topic>Design of experiments</topic><topic>Industrial buildings</topic><topic>Masonry</topic><topic>Mathematical models</topic><topic>Optimization</topic><topic>Precast concrete</topic><topic>Technical Papers</topic><topic>Walls</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>José del Coz Díaz, Juan</creatorcontrib><creatorcontrib>Adam, Jose M</creatorcontrib><creatorcontrib>Martínez-Luengas, Alfonso Lozano</creatorcontrib><creatorcontrib>Alvarez Rabanal, Felipe Pedro</creatorcontrib><collection>CrossRef</collection><collection>Technology Research Database</collection><collection>ANTE: Abstracts in New Technology & Engineering</collection><collection>Engineering Research Database</collection><collection>Civil Engineering Abstracts</collection><jtitle>Journal of performance of constructed facilities</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>José del Coz Díaz, Juan</au><au>Adam, Jose M</au><au>Martínez-Luengas, Alfonso Lozano</au><au>Alvarez Rabanal, Felipe Pedro</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Collapse of a Masonry Wall in an Industrial Building: Diagnosis by Numerical Modeling</atitle><jtitle>Journal of performance of constructed facilities</jtitle><date>2013-02-01</date><risdate>2013</risdate><volume>27</volume><issue>1</issue><spage>65</spage><epage>76</epage><pages>65-76</pages><issn>0887-3828</issn><eissn>1943-5509</eissn><abstract>AbstractThis paper presents the analysis of a failure involving the partial collapse of a masonry wall made of precast concrete blocks in an industrial building as a result of the action of the wind. 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subjects | Collapse Design of experiments Industrial buildings Masonry Mathematical models Optimization Precast concrete Technical Papers Walls |
title | Collapse of a Masonry Wall in an Industrial Building: Diagnosis by Numerical Modeling |
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